摘要
通过对济宁二矿现场实际工程地质条件调查与分析,研究了深部回采巷道的变形破坏机理。深部巷道由于地应力大、地质构造复杂、膨胀性围岩、支护体与围岩不耦合造成巷道出现非线性大变形力学现象。对回采巷道断面、支护参数以及施工过程分别进行了优化设计,确定了合理的支护方案。用数值模拟对新支护方案进行了分析,巷道变形量明显减少。新方案在现场实施后,支护效果良好。
Base on the investigation and analysis on the site engineering geological conditions in Jining No.2 Mine,the paper studied the deformation failure mechanism of the deep mining gateway.Due to the high ground stress,complicated geological structures and swelling surrounding rocks in the deep mining gateway,the uncoupling between the support mass and the surrounding rocks caused a non-linear large deformation mechanics phenomenon.The cross section,support parameters and construction process of the mining gatew...
出处
《煤炭科学技术》
CAS
北大核心
2007年第3期23-26,30,共5页
Coal Science and Technology
基金
国家自然科学基金重大项目(50490270)
教育部科学技术研究重大项目(10405)联合资助
关键词
深部
回采巷道
锚网索耦合支护
数值模拟
deep section
mining gateway
coupling support with bolt/steel mesh/anchor
numerical simulation